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P.L. <br /> 1 <br /> 4 W -r-1 <br /> 00000 O "4- 2„ <br /> CASE 1 : SIDEWALK AND PARKWAY <br /> ••'.: <br /> "''�. W=5' ON ARTERIAL STREETS p,L, <br /> W=5' ON LOCAL STREETS I <br /> 1 <br /> I <br /> 0 00000 <br /> SLOPE• 1/4"- <br /> [esa .'�'i CASE 2 : SIDEWALK AND PARKWAY <br /> W=8' ON ARTERIAL STREETS <br /> W=4' ON LOCAL STREETS P.L. <br /> O8 <br /> © or1 <br /> � ! r_ 2« <br /> SLOPE• 1/41' <br /> 000 <br /> 0 CASE 3 : FULL-WIDTH SIDEWALK <br /> W=FULL WIDTH SIDEWALK IN COMMERCIAL <br /> ZONES & AS DIRECTED BY THE ENGINEER <br /> O CONCRETE SHALSPEIFBE CLASS <br /> 520—C-2500, CONFORMING TO SUBSECTION 201-1 OF THE <br /> DNS. <br /> O SIDEWALK THICKNESS = 4" <br /> (SEE ALLEY APRON AND DRIVEWAY APPROACH STANDARD PLANS FOR THICKNESS.) <br /> 3 O PROVIDE 1/4" THICK EXPANSION JOINTS PER SECTION 303-5.4.2 OF THE STANDARD <br /> SPECIFICATIONS AT THE BC AND EC OF ALL WALK RETURNS, AROUND ALL UTILITY <br /> POLES. EXPANSION JOINT MATERIAL SHALL CONFORM TO SUBSECTION 201-3,2 OF THE <br /> STANDARD SPECIFICATIONS PREMOLDED JOINT FILLER". <br /> OTRANSVERSE WEAKENED PLANE JOINTS SHALL BE PROVIDED PER SECTION 303-5.4.3 OF <br /> THE STANDARD SPECIFICATIONS. <br /> OCONSTRUCT 3'X3' TREE WELLS AT BACK OF CURB PER STD, PLAN NO. 1124 AND AS SHOWN <br /> ON PLANS. FOR LARGE TREES EXTEND THE TREE WELLS AS DIRECTED BY THE ENGINEER. <br /> i O PRESERVE HISTORIC CONCRETE FEATURES. CONTRACTOR SHALL COORDINATE REMOVALS IN <br /> THE CIVIC CENTER/DOWNTOWN AREA WITH THE ENGINEER TO ENSURE PRESERVATION OF <br /> HISTORIC FEATURES, <br /> O LANDSCAPE PER PARKWAY IMPROVEMENT GUIDELINES FOR CASE 1 AND 2. rtpKION it, <br /> OWHERE THERE ARE RIGHT—OF—WAY OR OTHER CONSTRAINTS, WIDTH "W" W9 ""'J€' A�'y*A <br /> MAY BE ADJUSTED AS DIRECTED BY THE ENGINEER. ( OrigN <br /> - ,iP w .ATE. ay >4 oCITY OF SANTA ANA a IV 1 <br /> %' SANTA ANA <br /> CITY ENGINEER PUBLIC WORKS AGENCY <br /> DATE REVISION STD. PLAN <br /> SIDEWALK DETAILS NUMBER <br /> 1104 <br />